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[BLD - Swale Plan Diagram] 10 27 2022 - 2022070882 - 49 BANNBURY LN - 07-11-31-7012-00060-0250 - HOLI - 49 Bannbury Ln, Palm Coast, FL 32137.pdf

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CIT Y A ID Permit #2022070882 OAST ALM INC COMPLETED - 10/27/2022 ORPORATED 199 9 STORMWATER & ENGINEERING DEPARTMENT SWALE PLAN GENERAL NOTES 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City Stormwater Engineer). The finished swale elevation is with sod in place. 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul

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CIT
Y

A
ID

Permit #2022070882

OAST

ALM
INC

COMPLETED - 10/27/2022

ORPORATED 199 9

STORMWATER & ENGINEERING DEPARTMENT
SWALE PLAN
GENERAL NOTES
1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City Stormwater
Engineer). The finished swale elevation is with sod in place.
2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow.
3. The finished grade of the swale along the edge of pavement is to be 2 inches (before sodding) below the upper edge of the pavement.
4. The swale must have a minimum slope of 0.1% (1 inch across an 80 foot lot) in the direction of flow shown on the Swale Plan.
5. Swales at the construction site and on adjacent lots MUST NOT be OBSTRUCTED at any time. Any obstruction MUST be cleared IMMEDIATELY.
6. Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious
material shall be left within the R.O.W. Damage to swales resulting from construction activity shall be repaired at the end of each work day.
7. If the builder is unable to locate the temporary benchmark referenced in this Swale Plan, they must contact the surveyor of record and notify Stormwater division
at (386) 986-4750 if changes are made. The City assumes no responsibility for data provided by third parties used to prepare this Swale Plan including
builders, owners and surveyors.
8. It is the BUILDER'S/OWNER'S RESPONSIBILITY to confirm elevations/locations for culvert placement and to ensure that obstructions do not exist upstream
and/or downstream. Should there be any questions, or if an obstruction exists, contact Customer Service at (386) 986-2360.
SPECIFIC DETAILS
1. The driveway culvert is to be a 17x13 (15" dia equivalent) helical corrugated metal pipe with mitered ends - unless specified otherwise - installed in accordance
with The City of Palm Coast Residential Culvert Detail (DWG NO. 002-270605). Substitutes require prior approval by the City Stormwater Engineer.
2. Maintain 2 feet clear (minimum) between end of culverts and outfall inlets or other drainage structures.
3. Driveway replacements and additions are required to meet current City Codes and specifications.
4. Erosion control in accordance with COPC technical manual (see note 6) is required across the swale on the downstream property line prior to construction.
5. The swale is to be graded from property line to property line using the elevations on this Swale Plan and the specifications and details provided in the City of
Palm Coast Typical Residential Swale Profile (DWG NO. 001-240605) or Residential Cul-De-Sac Swale Profile (DWG NO. 001-270605) unless otherwise
specified or directed.
6. All drawings referenced in these notes are available in the City of Palm Coast Land Developement Code technical manual, section 5, found on the COPC website
www.palmcoastgov.com or can be obtained at the Stormwater Division (386) 986-4750.
EASEMENT LINE
PROPERTY LINE

EDGE OF PAVEMENT
ROAD CENTERLINE

Right PL

Left PL

Lot 25
* = Sod elev at culvert
(ELEV) = Approx existing elev at PL

27.17

49 Bannbury Lane

THIS DRAWING IS NOT TO SCALE
SWALE CENTERLINE

[SECTION 12 BLOCK 6 LOT 25 ]

COAST,
FLO
PALM
R

OF
Reviewed for Code Compliance: 10/27/2022, PERMIT #: 2022070882

Surveyor's
Temporary
Bench
Mark:
Nail in utility
pole

MATCH EXISTING GRADE
AT EACH PROPERTY LINE

)
58
(2

4.

5*
.4
24

*
.4
5

Inv 24.35

24

)
37
4.
(2

Swale

.5
25

CL

5

EP

Bannbury Lane

IF THERE ARE ANY DOUBTS OR QUESTIONS ABOUT CULVERT LOCATIONS OR ELEVATIONS CALL the Stormwater Division at 986-4750 BEFORE YOU POUR.

Holiday Builders

PL